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1、模板支撐方案瑤湖部經(jīng)濟(jì)港拆遷安置房項(xiàng)目一期及周邊市政道路BT工程模板支撐施工方案編制：審核：審批：中鐵二十局瑤湖總部經(jīng)濟(jì)港拆遷安置房項(xiàng)一期及周邊市政道路工程項(xiàng)目經(jīng)理部1模板支撐方案年月1模板支撐方案目錄第一章編制依據(jù)·······························1第二章工程概況·······························1一、工程基本概況·····························1二、結(jié)構(gòu)設(shè)計(jì)簡(jiǎn)介·····························2第
2、三章支撐體系設(shè)計(jì)方案··························2一、方案選擇·······························2二、模板和支撐體系選材··························3三、支撐體系設(shè)計(jì)·····························5第四章承重支模架的施工要求························9一、支撐架搭設(shè)的要求···························9二、支撐架施工使用的要求·················
3、·······10三、支撐安全檢查、驗(yàn)收工作的要求····················10四、模板支撐拆除的要求··························11第五章模板的安裝和拆除···························12一、模板安裝·······························12二、模板拆除·······························13三、模板技術(shù)措施·····························15第六章承重支模架施工安全、
4、技術(shù)要求····················1721、混凝土板上拆模后形成的臨邊或洞口，應(yīng)按規(guī)定進(jìn)行防護(hù)?！ぁぁぁぁぁぁぁぁ?0第七章支撐體系計(jì)算書(shū)···························20一、地下室550×900梁底支撐架的驗(yàn)算··················20二、地下室頂板模板支架計(jì)算書(shū)······················35三、標(biāo)準(zhǔn)層結(jié)構(gòu)梁底支架計(jì)算書(shū)······················46四、標(biāo)準(zhǔn)層樓板支架計(jì)算書(shū)·······················
5、·60第八章支模架應(yīng)急救援預(yù)案··························72一、危險(xiǎn)源分析······························72三、應(yīng)急物資和器具準(zhǔn)備··························75四、現(xiàn)場(chǎng)監(jiān)控及事故報(bào)告的程序······················751模板支撐方案六、應(yīng)急預(yù)案的響應(yīng)····························76七、應(yīng)急預(yù)案的終止····························771模板支撐方案第一章編制
6、依據(jù)1、瑤湖經(jīng)濟(jì)港總部拆遷安置房一期項(xiàng)目施工圖紙；2、國(guó)家及地方有關(guān)安全生產(chǎn)的法律、法規(guī)文件；3、建設(shè)部〈建筑施工安全檢查標(biāo)準(zhǔn)〉JGJ59-99；4、建筑施工高處作業(yè)安全技術(shù)規(guī)范（JGJ80-91）；5、《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》JGJ130-2001；6、江西省地方標(biāo)準(zhǔn)，《建筑施工扣件式鋼管模板支架技術(shù)規(guī)程》（DB33/1035-2006）；7、《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50017-2003；8、《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001；9、《混凝土結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范》（GB50204-
7、2002）；10、地方及行業(yè)現(xiàn)行的規(guī)范、規(guī)程及技術(shù)標(biāo)準(zhǔn)；11、本公司質(zhì)量管理體系文件及其它安全管理標(biāo)準(zhǔn)。第二章工程概況一、工程基本概況工程名稱(chēng)：瑤湖總部經(jīng)濟(jì)港拆遷安置房一期工程工程地址：南昌高新區(qū)瑤湖尤口村設(shè)計(jì)單位：南昌市建筑設(shè)計(jì)研究院有限公司建設(shè)單位：南昌市高新區(qū)管理委員會(huì)1模板支撐方案南昌瑤湖港拆遷安置房一期工程D1、D2地塊內(nèi)的房建、場(chǎng)內(nèi)道路及綠化，總占地面積255.22畝地，總建筑面積46.16萬(wàn)平方米，地下室一層總建筑面積9.24萬(wàn)平方米（D1地塊4.5萬(wàn)平方米，D2地塊4.7萬(wàn)平方），共37棟樓
8、（D1地塊19棟，D2地塊18棟），結(jié)構(gòu)形式為框架剪力墻結(jié)構(gòu)，樓層為11層、18層的住宅樓及2層商業(yè)樓，戶(hù)型為50m2，90m2，135m2。二、結(jié)構(gòu)設(shè)計(jì)簡(jiǎn)介1.基礎(chǔ)：采用鉆孔灌注樁，樁承臺(tái)筏板基礎(chǔ)。2.地下室結(jié)構(gòu)：現(xiàn)澆鋼筋混凝土框架剪力墻結(jié)構(gòu)，鋼筋混凝土樓屋蓋。地下室柱最大截面尺寸為600×1000mm，梁最大截面尺寸有550×900mm跨度8.4m，現(xiàn)澆板厚度為250mm，地下室層高為3.9m。3.主體結(jié)構(gòu)（
